HomeMy WebLinkAbout030-2111-20-000 (2)
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Divrsion of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # / _ oZ 0
dimensioned, north arrow, and location and distance to nearest road. 030-`TO24 70-
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION R 15D BY DATE
PROPERTY OWNER: l(~ PROPERTY LOCATION
GOVT. LOT SW 1/4 SW 1/4,S 6 T 29 N R 19 or) W
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
1129 30th. St. 14 na Deer Haven
CITY STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE FKffOWN NEAREST ROAD
Hudson, WI. 54016 (715) 381-5264 St. Joseph 30th. St.
jc] New Construction Use [x] Residential / Number of bedrooms 4 [ J Addition to existing building
j J Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate .5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required 1200 bed, ft2 1000 trench, ft2 Maximum design loading rate • 5 bed, gpd/ft2 .6 trench, gpd/ft2
Recommended infiltration surface elevation(s) 92.00 ft (as referred to site plan benchmark)
Additional design / site considerations trenches 3 5' below grade, spaced to ccdP
Parent material outwash Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ® S ❑ U ® S ❑ U ® S ❑ U LR S ❑ U ❑ S CCU ❑ S r-411
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bour>d~y Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-12 10yr4/3 none sil 2msbk mfr CS 2f .5 .6
,...._.1,.::" 2 12-32 10yr4/4 none sil lcsbk mfr gw if .2 .3
3 32-84 7.5yr4/4 none sl 2mgr ~ mvfr na na .5 .6
Ground
elev.
95. ri ft.
Depth to
limiting
factor 'VAW -t
+8
Remarks:
Boring # 1 10-8 10Y r3/3 none sil 2msbk mfr CS 2f .5 .6
2 2 8-16 10yr4/4 none sil lcsbk mfr gw
Ground if .2 .3
3 116-27 7.5yr4/4 none sl lcsbk mfr gw na .4 .5
elev. 4 127-84 7.5yr4/4 none ms sOg mvfr 'c~ na` .7 .8
95.5 ft.
~ •ys
Depth to
limiting
factor _ - = -
+84"
Remarks: ' G(JNryx
CF
CST Name:--Please Print Gary L. Steel Phone: 715-246-62
Address: 1554 200th. e. New Richmond, WI 54017
Signature: Date: 7-25-98 CST Number: m02298
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PROPERTYOWNER DAniel C. Davis SOIL DESCRIPTION REPORT Page 2 of 3
PARCEL I.D. #Q3.0-1024-70
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
1 0-8 10 r3 3 none sil 2csbk Mfi CS 9f .5 .6
2 8-16 10yr5/4 none sit 1 csbk mfi gw if .2 .3
Ground 3 16-27 7.5ry4/4 none sl 2mgr mfr gw if .5 .6
elev.
93.6 ft 4 27-84 7.5yr4/6 none lfs Osg mvfr na na .5 .6
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-11 10yr3/3 none sil lcsbk mfi gw 2f .2 .3
4 2 11-18 7.5yr4/4 none sit lcsbk mfi gw if .2 .3
3 18-25 7.5yr4/4 none sl 2mgr mvfr gw na .5 .6
Ground
elev. 4 25-50 7.5yr4/4 none 1 fs 2mgr mvfr gw na .5 .6
91.9 ft.
5 50-84 7.5yr4/6 none ms Osg mvfr na na .7 .8
Depth to
limiting
factor
+84"
Remarks:
Boring #
1 0-12 10yr4/3 none sil 2msbk mfr gw 2f .5 .6
5 2 12-51 7.5yr4/4 none sl 2csbk mvfr gw if .5 .6
3 51-84 7.5yr4/4 none ms Osg mvfr na na .7 .8
Ground
elev.
91.9ft.
Depth to
limiting
factor
+8411
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(8.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
CSTM2298 Daniel C. Davis New Richmond, WI 54017
MPRSW-3254 Sw4Sw4 S6-T29N-x19w (715) 246-6200
town of St. Joseph
lot #14-Deer Haven
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may or may not be as shown
as permanent lot lines were not established at the time the test was conducted.
N
1"=40'
BM.= nail in corner post C el. 100' 2•
Alt. BM.= top of 2" pvc pipe @ el. 92.30'
X90
Gary L. Steel
7-25-98
I`